W912P821B0061 Amendment 0002.pdf
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- Solicitation number
- W912P8-21-B-0061
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| File | Type | Posted |
|---|---|---|
| W912P821B0061 Bid Abstract.pdf | ||
| W912P821B0061 Am 0003.pdf | ||
| 21B0061 Am_0001.pdf | ||
| Solicitation W912P821B0061.pdf |
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ED 21-023
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
The subject Solicitation for Mississippi River, Baton Rouge to the Gulf of Mexico, Indefinite Quantity Contract, 2021 Southw est Pass Stone Foreshort Dike and Stone Jetty Repair, Miles 0.00 to -20.2 BHP, Plaquemines Parish, Louisiana (ED 21-023) is amended as show n on the follow ing pages.
The date and time for the submission of bids, as w ell as the virtual bid opening, remains unchanged.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 7
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 27-Aug-2021
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912P821B0061
X 9B. DATED (SEE ITEM 11)
06-Aug-2021
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN
REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
27-Aug-2021
CODE
USACE, CONTRACTING DIVISION
ATTN: CEMVN-CT, ROOM 172
7400 LEAKE AVE.
NEW ORLEANS LA 70118-3651
W912P8 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912P821B0061
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION SF 30 - BLOCK 14 CONTINUATION PAGE
The following have been added by full text:
AMENDMENT 0002
BIDDER QUESTIONS AND GOVERNMENT RESPONSES
Q1. Drawing C-02 – Typical Floatation Channel for Jetty and Jetty Tiebacks. The distances of 70’ (East Jetty) and 50’ (West Jetty) with no vessels allowed within this area make it impossible to build these sections. The equipment industry uses to do this work do not have the capabilities to make these reaches up 120 feet to backside toe with a 4 ton boulder. Major safety concerns here. Will the design engineers allow the standard 30 feet distance that is normal for this work?
A1. The purpose of maintaining a 70-ft distance from the top of excavation channel to the centerline of the West Jetty is to not disturb the siltation close to the jetty, which exists as its foundation. This standoff distance is the same as on previous year’s contracts for SWP Jetty Construction as well as the jetties built in Calcasieu Pass. Contractors bidding on this work are expected to utilize cranes large enough to safely lift and place jetty stone in a manner that is consistent with the contract specifications.
Q2. Drawing C-02 – Note 7 States that limits of repair will be established by Task Order. Also Amendment 001 Section 35 31 19.01 12 paragraph 3.3.1 states that the stone jetty repairs shall be specified in the before-construction surveys or as directed in the field by the CO. These areas my require much more dredging than the engineers realize. For example, the East Jetty Tiebacks are more on land and surrounded by large sandbars that will not only require a floatation channel but an access channel to get to the floatation channel. Access channels could be +/- 600 to 700 feet of hard packed sand that may not even stay open during the duration of the work. Will the New Orleans District provide the Stone Jetty Repair reaches prior to bid so we can prepare a more competitive bid for these specific reaches?
A2. All work associated with this base contract will be issued under an initial task order at the time of the award. The reaches of work identified by the government that need repair to include on the task order are included in this response in two documents labeled ‘2021 Proposed.pdf’ (map) and ‘Task Order 1.doc’.
Approximately 20k tons of stone will be needed for Stone Jetty Repair, 10k for the East Jetty Tiebacks and 10k for the East Jetty, itself. Most of the work done under this contract will be the East and West bank foreshore dike repairs.
Q3. The specs state that the Jetty areas to be repaired will not be given until after award. We need to know the approximate areas that you will require us to work. Some of the tie backs on the East Jetty are land locked and cannot be accessed from water. Some have a sandbar that goes out over 500 feet from the jetty and will require an access channel to get to the flotation channel. Please consider giving us an estimated station or coordinate instead of saying the entire area may need work.
A3. See response to question 2.
Q4. The drawings show that the flotation channel on the East side cannot be closer than 70 feet from the toe of the Jetty, that will make the reach to repair the Jetty a maximum of about 120 feet to reach the backside of the Jetty. That will be an impossible reach, no machine that will fit in the flotation channel can place a 4-ton rock that far from the barge. Your USACE safety manual will not allow that. Please consider allowing a 30’ limit from the toe of the Jetty.
W912P821B0061
A4. See response to question 1. The flotation channel width may be adjusted, if needed.
Q5. The bid schedule has an estimated 60,000 CY of excavation for the project. From our site inspections the East Jetty and tie back areas that will require flotation to access is approximately station 0+00 to 52+00 and has about 90,000 CY. The West Jetty area that will need floatation to access is from station 0+00 to 94+00 and has about 167,000 CY. These quantities do not include the access channels that will need to be excavated to get to the floatation channels. Some of these areas are extremely hard to excavate and some are easier. To allow us to prepare a fair and competitive bid it’s imperative that we have a better idea of the exact work areas for the Jetties.
A5. See response to question 2.
Q6. I just read in the amendment 001 specifications 35 31 19.01 part 3: Stone foreshore dike repair areas and Stone Jetty repair areas shall be specified in the before construction drawings, Jobsite specifications and/or by the contracting officer. Will those placement areas be provided before bid date?
A7. See response to question 2.
Q8. The drawings show that the flotation channel on the East side cannot be closer than 70 feet from the centerline of the Jetty, that will make the reach to repair the Jetty a maximum of about 120 feet to reach the backside of the Jetty. That will be an impossible reach, no machine that will fit in the flotation channel can place a 4-ton rock that far from the barge. Your USACE safety manual will not allow that. Please consider allowing a 30’ limit from the toe of the Jetty.
A8. Repeat of question 4.
2021 PROPOSED
Insert this page in response to the Bidder questions above.
TASK ORDER #1
Insert this page in response to the Bidder questions above.
(End of Summary of Changes)
EAST DIKE REPAIRS
BURRWOOD BAYOU
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EAST JETTY REPAIRS
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© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
Contract: W912P8-21-D-####
US Army Corps of Engineers New Orleans District
TASK ORDER NO. 1
Mississippi River, Baton Rouge to the Gulf of Mexico
Indefinite Delivery-Indefinite Quantity Contract
2021 Southwest Pass Stone Foreshore Dike and Stone Jetty Repairs
Miles 0.0 to -20.2 BHP Plaquemines Parish, Louisiana
BIDDING SCHEDULE
W912P8-18-D-####, Task Order 0001
Mississippi River, Baton Rouge to the Gulf of Mexico Indefinite Delivery-Indefinite Quantity Contract
2021 Southwest Pass Stone Foreshore Dike and Stone Jetty Repairs
Item Description Estimated Quantity
Unit Unit Price
Estimated Amount
Mobilization and Demobilization
1 JOB $#
Stone Foreshore Dike Repairs
200,000 TONS $# $#
Stone Jetty Repairs 20,000 TONS $## $#
Stone Foreshore Dike Repairs (OW)
50,000 TONS $## $#
Total
W912P8-21-D-####, Task Order 0001 Mississippi River, Baton Rouge to the Gulf of Mexico
Indefinite Delivery-Indefinite Quantity Contract 2021 Southwest Pass Stone Foreshore Dike and Stone Jetty Repairs
TASK ORDER NO. 1: Repairs shall be performed in accordance with the contract plans and specifications. PRIORITY LOCATIONS AND DIRECTION OF WORK. The contractor has 365 days to complete this work.
Location of Work (Mileage Below Head of Passes Tons of Stone East Bank Foreshore Dike -0.9 to -1.1, -1.8 to 2.0, -2.7 to -3.0, -3.7 to -3.9, -4.5 to -5.1, -5.6 to -6.3, -6.7 to -6.9, -8.0 to -8.4, -9.1 to -10.0, -10.4 to -11.5, -12.0 to -12.5, -13.1 to -13.4, -14.0 to -14.2, -14.6 to -14.9, -15.5 to -15.8
145,000
Burrwood Bayou at -14.4 15,000 West Bank Foreshore Dike -5.6 to -5.8, -6.3 to -6.8, -7.0 to -7.8, -8.3 to -8.7, -9.1 to -9.8, -11.5 to -11.8, -12.0 to -12.4, -12.7 to -12.9, -13.1 to -13.6
90,000
East Jetty 10,000 East Jetty Repairs 10,000
File details come from the government source that posted it. Updated .